Jammu And Kashmir State Agro Industries Development Corporation Limited Tender
Search from the latest JKtenders and find a business opportunity fitting your SME on the online platform of BidAssist. If you're wondering how to find the latest JK tenders or from where to get all the documents without the hassles, this is what we explain here. Find the best opportunities coming to the surface via the JK government, PSUs and state corporations.
Jammu And Kashmir State Agro Industries Development Corporation Limited Tender
Civil And Construction
Civil Works Others
Building Construction
Agriculture or Forestry Works
Eprocure
Opening Date30 Dec 2023
Closing Date19 Jan 2024
Tender Amount₹ 1,50,79,000
Costs
EMD
₹ 3,00,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_MD_241587_1Bid Award Id
ViewTender No
E NIT No 55 of 2023-24 (Fresh II) JK AgroTender Authority
Jammu And Kashmir State Agro Industries Development Corporation Limited ViewPurchaser Address
-Website
http://https://www.jkagro.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
4.4 CEMENT CONCRETE (CAST-IN-SITU)
Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with:
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
36
187304
5202.9
5.34 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
5.34.1 All works upto plinth level.
142
1138996
8021.1
5.34 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. 5.34.2All works above plinth level upto floor V level
7
65884
9412.05
5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.1Foundations, footings, bases of columns etc. for mass concrete.
170
48679
286.35
5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.3Suspended floors, roofs, landings, balconies and access platforms.
34
24418
718.2
5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
232
133991
577.55
5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 5.9.6Columns, pillars, piers, abutments, posts and struts.
265
196775
742.55
5.2 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
11921
1468667
123.2
6.1 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : 6.1.4 Cement mortar 1:4 ( 1 cement : 4 coarse sand)
5
39387
7877.4
6.1 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : 6.1.5 Cement mortar 1:6 (1 cement: 6 coarse sand)
98
742011
7571.55
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
89
129552
1455.65
10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover
28
93938
3354.95
10.7 Providing and fixing ball bearing for rolling shutters.
16
8504
531.55
10.25 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
600
108960
181.6
12.23 Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
1492
1054098
706.5
12.24 Providing and fixing precoated galvanised steel sheet roofing accessories0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.41.1 Ridges plain (500 - 600mm)
125
63587
508.7
12.24.6 Gutter .(600 mm over all girth
75
88057
1174.1
12.58 Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. 11.36 110 mm diameter
276
101098
366.3
11.36 Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand):
350
662112
1891.75
13.4 CEMENT PLASTER (IN COARSE SAND) 12 mm Cement plaster of mix: 13.4.2 1 : 6 ( 1 cement : 6 coarse sand)
883
235054
266.2
13.5 15mm Cement plaster on the rough side of single or half brick wall of mix: 13.5.1 1 : 4 ( 1 cement : 4 coarse sand)
160
52456
327.85
13.5 15mm Cement plaster on the rough side of single or half brick wall of mix: 13.5.2 1 : 6 ( 1 cement : 6 coarse sand)
667
204668
306.85
13.50 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
1550
255130
164.6
13.88 Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.88.1 1 mm thick
1550
214055
138.1
13.54 Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm
1550
416097
268.45
13.57 Finishing with Deluxe multi surface paint system forexteriors using primer as per manufacturers’ specifications: 13.57.3 Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture
67
9517
142.05
15.7 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: 15.7.4 In Cement Mortar
118
172097
1458.45
15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead : 15.13.1 Of area of 3 sqm. and below
5
550
110.05
15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead.
9325
40097
4.3
15.3 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
62
156044
2516.85
Built up sections including Column, Rafter, Steel Canopy, Jack Beam etc made from high tensile steel of 345 Mpa YS. The built up shall be having double side welding as per standards. ASTM 572 GR 50). As per specification
27960
4054200
145
Cold Form Z Purlins and Girts shall be made fom High Tensile steel of grade 345 Mpa with necessary holes punched at the joining of two purlins or girts. As per specification
9100
1319500
145
Hot rolled sections having YS 250 Mpa suitable for roof bracings, sag rods wall bracings, kickers, rafter bracings etc. As per specification
9265
1297100
140
Hardware of high tensile bolts of required grade to be used for the fixing of primary member columns and rafters and GI nut, bolt, washer for fixing of secondary member like bracings, purlins and girts. As per specification
605
151250
250
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements